Posted By
Osama Mazaz
01-17-2025 09:37 AM
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Dear ASCE, I have a technical question regarding the buoyancy load ( uplift pressure from the ground water), as per ASCE 7 -22, section 2.3.4, could we consider it as Hw with factor of 1.0 , or the load will be under fluid load (F) with load factor of 1.2? could you please advice
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